Performances of one new transparent glass soil.
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| Title: | Performances of one new transparent glass soil. |
|---|---|
| Authors: | Kong, G.1 (AUTHOR) gqkong1@163.com., Lu, L.1 (AUTHOR) |
| Source: | Materials Research Innovations. May2014 Supplement 2, Vol. 18 Issue S2, p537-S2-540. 4p. |
| Subjects: | Shear strength of soils, Soil testing, Silica sand, Deformations (Mechanics), Soil mechanics, Soil density |
| Abstract: | Transparent soil can be widely used for laboratory tests because of its visualisation. One new synthetic transparent soil material, which is composed by glass sand and mixed oil, is presented in this paper. Based on the consolidated undrained (CU) tests,, the strength and deformation behaviour of this new material are presented. The laboratory test results show that the shear strength of this new material is similar to that of standard sand. The patterns of stress-strain are changed from strain hardening to strain softening. It also shows that even when different stress paths happened, the failure line is the same with different densities. [ABSTRACT FROM AUTHOR] |
| Copyright of Materials Research Innovations is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
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| Header | DbId: egs DbLabel: Engineering Source An: 96288304 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Performances of one new transparent glass soil. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Kong%2C+G%2E%22">Kong, G.</searchLink><relatesTo>1</relatesTo> (AUTHOR)<i> gqkong1@163.com.</i><br /><searchLink fieldCode="AR" term="%22Lu%2C+L%2E%22">Lu, L.</searchLink><relatesTo>1</relatesTo> (AUTHOR) – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Materials+Research+Innovations%22">Materials Research Innovations</searchLink>. May2014 Supplement 2, Vol. 18 Issue S2, p537-S2-540. 4p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Shear+strength+of+soils%22">Shear strength of soils</searchLink><br /><searchLink fieldCode="DE" term="%22Soil+testing%22">Soil testing</searchLink><br /><searchLink fieldCode="DE" term="%22Silica+sand%22">Silica sand</searchLink><br /><searchLink fieldCode="DE" term="%22Deformations+%28Mechanics%29%22">Deformations (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Soil+mechanics%22">Soil mechanics</searchLink><br /><searchLink fieldCode="DE" term="%22Soil+density%22">Soil density</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: Transparent soil can be widely used for laboratory tests because of its visualisation. One new synthetic transparent soil material, which is composed by glass sand and mixed oil, is presented in this paper. Based on the consolidated undrained (CU) tests,, the strength and deformation behaviour of this new material are presented. The laboratory test results show that the shear strength of this new material is similar to that of standard sand. The patterns of stress-strain are changed from strain hardening to strain softening. It also shows that even when different stress paths happened, the failure line is the same with different densities. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Materials Research Innovations is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
| PLink | https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=96288304 |
| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.1179/1432891714Z.000000000470 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 4 StartPage: 537 Subjects: – SubjectFull: Shear strength of soils Type: general – SubjectFull: Soil testing Type: general – SubjectFull: Silica sand Type: general – SubjectFull: Deformations (Mechanics) Type: general – SubjectFull: Soil mechanics Type: general – SubjectFull: Soil density Type: general Titles: – TitleFull: Performances of one new transparent glass soil. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Kong, G. – PersonEntity: Name: NameFull: Lu, L. IsPartOfRelationships: – BibEntity: Dates: – D: 02 M: 05 Text: May2014 Supplement 2 Type: published Y: 2014 Identifiers: – Type: issn-print Value: 14328917 Numbering: – Type: volume Value: 18 – Type: issue Value: S2 Titles: – TitleFull: Materials Research Innovations Type: main |
| ResultId | 1 |
